Merge branch 'add-test-cases' into dev
This commit is contained in:
Michael Tryby
@@ -1,3 +1,8 @@
|
||||
# Ignore the performance data and logs
|
||||
performance.json
|
||||
stderr.log
|
||||
stdout.log
|
||||
|
||||
# Ignore app description files generated for nrtest
|
||||
apps/
|
||||
|
||||
Binary file not shown.
@@ -0,0 +1,12 @@
|
||||
Page 1 Fri Mar 23 14:42:19 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:42:19 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:42:19 2018
|
||||
Binary file not shown.
@@ -0,0 +1,38 @@
|
||||
Page 1 Fri Mar 23 14:42:19 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Model exported from AQUIS on 2011-09-09 20:45:25 - C:\Epanet3-CLE\Epa
|
||||
|
||||
Input Data File ................... 2PRVs-aquis.inp
|
||||
Number of Junctions................ 6
|
||||
Number of Reservoirs............... 1
|
||||
Number of Tanks ................... 0
|
||||
Number of Pipes ................... 5
|
||||
Number of Pumps ................... 0
|
||||
Number of Valves .................. 2
|
||||
Headloss Formula .................. Hazen-Williams
|
||||
Hydraulic Timestep ................ 1.00 hrs
|
||||
Hydraulic Accuracy ................ 0.001000
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
|
||||
Damping Limit Threshold ........... 0.000000
|
||||
Maximum Trials .................... 200
|
||||
Quality Analysis .................. None
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 1.00
|
||||
Relative Chemical Diffusivity ..... 1.00
|
||||
Demand Multiplier ................. 1.00
|
||||
Total Duration .................... 0.00 hrs
|
||||
Reporting Criteria:
|
||||
No Nodes
|
||||
No Links
|
||||
|
||||
Analysis begun Fri Mar 23 14:42:19 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:42:19 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/2PRVs/2PRVs.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/2PRVs/2PRVs.out
Normal file
Binary file not shown.
@@ -0,0 +1,12 @@
|
||||
Page 1 Fri Mar 23 14:42:19 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:42:19 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:42:19 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/2Tanks/2Tanks.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/2Tanks/2Tanks.out
Normal file
Binary file not shown.
@@ -0,0 +1,12 @@
|
||||
Page 1 Fri Mar 23 14:42:20 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:42:20 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:42:20 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/2fcvs/2fcvs.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/2fcvs/2fcvs.out
Normal file
Binary file not shown.
@@ -0,0 +1,32 @@
|
||||
Page 1 Fri Mar 23 14:42:20 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:42:20 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 1.094712
|
||||
FCV 47 switched from active to open
|
||||
Trial 2: relative flow change = 1.078480
|
||||
Pump 29 switched from open to closed
|
||||
Trial 3: relative flow change = 0.279262
|
||||
Pump 29 switched from closed to open
|
||||
Trial 4: relative flow change = 0.264348
|
||||
Trial 5: relative flow change = 0.000008
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 1 is emptying
|
||||
0:00:00: Reservoir 32 is emptying
|
||||
0:00:00: FCV 47 open but cannot deliver flow
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
WARNING: FCV 47 open but cannot deliver flow at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:42:20 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/57460/57460.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/57460/57460.out
Normal file
Binary file not shown.
@@ -0,0 +1,37 @@
|
||||
Page 1 Fri Mar 23 14:42:20 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
|
||||
Input Data File ................... 57460.inp
|
||||
Number of Junctions................ 28899
|
||||
Number of Reservoirs............... 1
|
||||
Number of Tanks ................... 0
|
||||
Number of Pipes ................... 57460
|
||||
Number of Pumps ................... 0
|
||||
Number of Valves .................. 0
|
||||
Headloss Formula .................. Darcy-Weisbach
|
||||
Hydraulic Timestep ................ 1.00 hrs
|
||||
Hydraulic Accuracy ................ 0.010000
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
|
||||
Damping Limit Threshold ........... 0.000000
|
||||
Maximum Trials .................... 40
|
||||
Quality Analysis .................. None
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 0.99
|
||||
Relative Chemical Diffusivity ..... 1.00
|
||||
Demand Multiplier ................. 1.00
|
||||
Total Duration .................... 0.00 hrs
|
||||
Reporting Criteria:
|
||||
No Nodes
|
||||
No Links
|
||||
|
||||
Analysis begun Fri Mar 23 14:42:21 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:42:53 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/5fcvs/5fcvs.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/5fcvs/5fcvs.out
Normal file
Binary file not shown.
@@ -0,0 +1,40 @@
|
||||
Page 1 Fri Mar 23 14:48:33 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
|
||||
Input Data File ................... 5fcvs.inp
|
||||
Number of Junctions................ 31
|
||||
Number of Reservoirs............... 2
|
||||
Number of Tanks ................... 0
|
||||
Number of Pipes ................... 25
|
||||
Number of Pumps ................... 5
|
||||
Number of Valves .................. 5
|
||||
Headloss Formula .................. Darcy-Weisbach
|
||||
Hydraulic Timestep ................ 1.00 hrs
|
||||
Hydraulic Accuracy ................ 0.001000
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
|
||||
Damping Limit Threshold ........... 0.000000
|
||||
Maximum Trials .................... 40
|
||||
Quality Analysis .................. None
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 1.00
|
||||
Relative Chemical Diffusivity ..... 1.00
|
||||
Demand Multiplier ................. 1.00
|
||||
Total Duration .................... 0.00 hrs
|
||||
Reporting Criteria:
|
||||
No Nodes
|
||||
No Links
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:33 2018
|
||||
|
||||
WARNING: FCV 46 open but cannot deliver flow at 0:00:00 hrs.
|
||||
WARNING: FCV 47 open but cannot deliver flow at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:33 2018
|
||||
Binary file not shown.
@@ -0,0 +1,24 @@
|
||||
Page 1 Fri Mar 23 14:48:33 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:33 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.898223
|
||||
Trial 2: relative flow change = 0.004135
|
||||
Trial 3: relative flow change = 0.000551
|
||||
Trial 4: relative flow change = 0.000218
|
||||
Trial 5: relative flow change = 0.000099
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 1 is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:33 2018
|
||||
Binary file not shown.
@@ -0,0 +1,23 @@
|
||||
Page 1 Fri Mar 23 14:48:33 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:33 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.739494
|
||||
Trial 2: relative flow change = 0.051884
|
||||
Trial 3: relative flow change = 0.001155
|
||||
Trial 4: relative flow change = 0.000003
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 1 is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:33 2018
|
||||
@@ -1,4 +1,4 @@
|
||||
Page 1 Fri Oct 13 13:50:29 2017
|
||||
Page 1 Fri Mar 23 14:48:33 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
@@ -7,7 +7,7 @@
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Oct 13 13:50:29 2017
|
||||
Analysis begun Fri Mar 23 14:48:33 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
@@ -1026,4 +1026,4 @@
|
||||
122 58.67 0.67 0.63
|
||||
9 1892.24 0.00 -200.72 Pump
|
||||
|
||||
Analysis ended Fri Oct 13 13:50:29 2017
|
||||
Analysis ended Fri Mar 23 14:48:33 2018
|
||||
|
||||
@@ -1,4 +0,0 @@
|
||||
{
|
||||
"duration": 0.87,
|
||||
"max_memory_MB": 0.0
|
||||
}
|
||||
@@ -1,4 +1,4 @@
|
||||
Page 1 Fri Oct 13 13:50:29 2017
|
||||
Page 1 Fri Mar 23 14:48:33 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
@@ -7,7 +7,7 @@
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Oct 13 13:50:29 2017
|
||||
Analysis begun Fri Mar 23 14:48:33 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
@@ -5173,4 +5173,4 @@
|
||||
40 0.91 0.01 0.00
|
||||
41 1.26 0.01 0.00
|
||||
|
||||
Analysis ended Fri Oct 13 13:50:30 2017
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
|
||||
@@ -1,4 +0,0 @@
|
||||
{
|
||||
"duration": 1.045,
|
||||
"max_memory_MB": 0.0
|
||||
}
|
||||
@@ -1,4 +1,4 @@
|
||||
Page 1 Fri Oct 13 13:50:30 2017
|
||||
Page 1 Fri Mar 23 14:48:34 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
@@ -7,7 +7,7 @@
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Oct 13 13:50:30 2017
|
||||
Analysis begun Fri Mar 23 14:48:34 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
@@ -5849,4 +5849,4 @@
|
||||
10 0.00 0.00 0.00 Pump
|
||||
335 13087.22 0.00 -94.07 Pump
|
||||
|
||||
Analysis ended Fri Oct 13 13:50:30 2017
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
|
||||
@@ -1,4 +0,0 @@
|
||||
{
|
||||
"duration": 0.246,
|
||||
"max_memory_MB": 0.0
|
||||
}
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/GES4-9/GES4-9.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/GES4-9/GES4-9.out
Normal file
Binary file not shown.
@@ -0,0 +1,35 @@
|
||||
Page 1 Fri Mar 23 14:48:34 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:34 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.599514
|
||||
Trial 2: relative flow change = 0.586701
|
||||
Trial 3: relative flow change = 0.052868
|
||||
PRV 12 switched from active to open
|
||||
PRV 13 switched from active to open
|
||||
Trial 4: relative flow change = 0.041194
|
||||
Trial 5: relative flow change = 0.020306
|
||||
Trial 6: relative flow change = 0.011794
|
||||
Trial 7: relative flow change = 0.007513
|
||||
Trial 8: relative flow change = 0.004786
|
||||
Trial 9: relative flow change = 0.003051
|
||||
Trial 10: relative flow change = 0.001946
|
||||
Trial 11: relative flow change = 0.001241
|
||||
Trial 12: relative flow change = 0.000792
|
||||
0:00:00: Balanced after 12 trials
|
||||
0:00:00: Reservoir 1 is emptying
|
||||
0:00:00: PRV 12 open
|
||||
0:00:00: PRV 13 open
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
Binary file not shown.
@@ -0,0 +1,86 @@
|
||||
Page 1 Fri Mar 23 14:48:34 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
JEPPSON EXAMPLE V-13
|
||||
|
||||
Input Data File ................... JEP5-13.inp
|
||||
Number of Junctions................ 8
|
||||
Number of Reservoirs............... 2
|
||||
Number of Tanks ................... 0
|
||||
Number of Pipes ................... 10
|
||||
Number of Pumps ................... 0
|
||||
Number of Valves .................. 2
|
||||
Headloss Formula .................. Darcy-Weisbach
|
||||
Hydraulic Timestep ................ 1.00 hrs
|
||||
Hydraulic Accuracy ................ 0.001000
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
|
||||
Damping Limit Threshold ........... 0.000000
|
||||
Maximum Trials .................... 200
|
||||
Quality Analysis .................. None
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 1.00
|
||||
Relative Chemical Diffusivity ..... 1.00
|
||||
Demand Multiplier ................. 1.00
|
||||
Total Duration .................... 0.00 hrs
|
||||
Reporting Criteria:
|
||||
No Nodes
|
||||
No Links
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:34 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.991580
|
||||
Trial 2: relative flow change = 0.903818
|
||||
PRV 801 switched from active to closed
|
||||
Trial 3: relative flow change = 1.337354
|
||||
Trial 4: relative flow change = 0.511944
|
||||
PRV 701 switched from active to closed
|
||||
Trial 5: relative flow change = 0.154394
|
||||
PRV 701 switched from closed to active
|
||||
PRV 801 switched from closed to active
|
||||
Trial 6: relative flow change = 0.991636
|
||||
Trial 7: relative flow change = 0.996578
|
||||
PRV 701 switched from active to open
|
||||
PRV 801 switched from active to closed
|
||||
Trial 8: relative flow change = 2.547310
|
||||
PRV 701 switched from open to active
|
||||
Trial 9: relative flow change = 0.845271
|
||||
PRV 701 switched from active to open
|
||||
Trial 10: relative flow change = 1.123269
|
||||
PRV 701 switched from open to active
|
||||
Trial 11: relative flow change = 0.787941
|
||||
PRV 701 switched from active to open
|
||||
PRV 801 switched from closed to open
|
||||
Trial 12: relative flow change = 1.200130
|
||||
PRV 701 switched from open to active
|
||||
PRV 801 switched from open to closed
|
||||
Trial 13: relative flow change = 0.741413
|
||||
PRV 701 switched from active to open
|
||||
PRV 801 switched from closed to active
|
||||
Trial 14: relative flow change = 1.164079
|
||||
PRV 701 switched from open to active
|
||||
Trial 15: relative flow change = 0.834667
|
||||
PRV 801 switched from active to closed
|
||||
Trial 16: relative flow change = 0.822158
|
||||
Trial 17: relative flow change = 0.480614
|
||||
Trial 18: relative flow change = 0.316797
|
||||
Trial 19: relative flow change = 0.085031
|
||||
Trial 20: relative flow change = 0.015071
|
||||
Trial 21: relative flow change = 0.001529
|
||||
Trial 22: relative flow change = 0.000119
|
||||
0:00:00: Balanced after 22 trials
|
||||
0:00:00: Reservoir 101 is emptying
|
||||
0:00:00: Reservoir 102 is filling
|
||||
0:00:00: PRV 801 closed
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1-3/NET1-3.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1-3/NET1-3.out
Normal file
Binary file not shown.
@@ -0,0 +1,95 @@
|
||||
Page 1 Fri Mar 23 14:48:34 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:34 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.763338
|
||||
Trial 2: relative flow change = 0.090158
|
||||
Trial 3: relative flow change = 0.003566
|
||||
Trial 4: relative flow change = 0.000023
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
1:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.013863
|
||||
Trial 2: relative flow change = 0.000081
|
||||
1:00:00: Balanced after 2 trials
|
||||
|
||||
2:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.078226
|
||||
Trial 2: relative flow change = 0.004052
|
||||
Trial 3: relative flow change = 0.000157
|
||||
2:00:00: Balanced after 3 trials
|
||||
|
||||
3:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.011208
|
||||
Trial 2: relative flow change = 0.000058
|
||||
3:00:00: Balanced after 2 trials
|
||||
|
||||
4:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.081776
|
||||
Trial 2: relative flow change = 0.001709
|
||||
Trial 3: relative flow change = 0.000017
|
||||
4:00:00: Balanced after 3 trials
|
||||
|
||||
5:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.007916
|
||||
Trial 2: relative flow change = 0.000024
|
||||
5:00:00: Balanced after 2 trials
|
||||
|
||||
6:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.079414
|
||||
Trial 2: relative flow change = 0.000909
|
||||
6:00:00: Balanced after 2 trials
|
||||
|
||||
7:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.004548
|
||||
Trial 2: relative flow change = 0.000008
|
||||
7:00:00: Balanced after 2 trials
|
||||
|
||||
8:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.075544
|
||||
Trial 2: relative flow change = 0.000607
|
||||
8:00:00: Balanced after 2 trials
|
||||
|
||||
8:50:33: Pump 9 changed by Tank 2 control
|
||||
8:50:33: Balancing the network:
|
||||
Trial 1: relative flow change = 2.375922
|
||||
Trial 2: relative flow change = 0.228731
|
||||
Trial 3: relative flow change = 0.010863
|
||||
Trial 4: relative flow change = 0.000037
|
||||
8:50:33: Balanced after 4 trials
|
||||
8:50:33: Reservoir 9 is closed
|
||||
8:50:33: Tank 2 is emptying at 140.00 ft
|
||||
8:50:33: Pump 9 changed from open to closed
|
||||
|
||||
9:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.000000
|
||||
9:00:00: Balanced after 1 trials
|
||||
|
||||
10:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.166666
|
||||
Trial 2: relative flow change = 0.000000
|
||||
10:00:00: Balanced after 2 trials
|
||||
|
||||
11:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.000000
|
||||
11:00:00: Balanced after 1 trials
|
||||
|
||||
12:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.200000
|
||||
Trial 2: relative flow change = 0.000000
|
||||
12:00:00: Balanced after 2 trials
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
Binary file not shown.
@@ -0,0 +1,24 @@
|
||||
Page 1 Fri Mar 23 14:48:34 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:34 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.890436
|
||||
Trial 2: relative flow change = 0.179924
|
||||
Trial 3: relative flow change = 0.014661
|
||||
Trial 4: relative flow change = 0.000178
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1/NET1.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1/NET1.out
Normal file
Binary file not shown.
24
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1/NET1.rpt
Normal file
24
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1/NET1.rpt
Normal file
@@ -0,0 +1,24 @@
|
||||
Page 1 Fri Mar 23 14:48:34 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:34 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.763338
|
||||
Trial 2: relative flow change = 0.090158
|
||||
Trial 3: relative flow change = 0.003566
|
||||
Trial 4: relative flow change = 0.000023
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:34 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1cv/NET1cv.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1cv/NET1cv.out
Normal file
Binary file not shown.
@@ -0,0 +1,26 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:35 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.763338
|
||||
Trial 2: relative flow change = 0.090158
|
||||
CV 113p switched from open to closed
|
||||
Trial 3: relative flow change = 0.014114
|
||||
Trial 4: relative flow change = 0.000056
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
0:00:00: CV 113p closed
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:35 2018
|
||||
Binary file not shown.
@@ -0,0 +1,25 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:35 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.655886
|
||||
Trial 2: relative flow change = 0.090419
|
||||
Trial 3: relative flow change = 0.017845
|
||||
Trial 4: relative flow change = 0.002265
|
||||
Trial 5: relative flow change = 0.000041
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:35 2018
|
||||
Binary file not shown.
@@ -0,0 +1,28 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:35 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.672469
|
||||
Trial 2: relative flow change = 0.107028
|
||||
Trial 3: relative flow change = 0.059064
|
||||
Trial 4: relative flow change = 0.138517
|
||||
Trial 5: relative flow change = 0.069771
|
||||
Trial 6: relative flow change = 0.026974
|
||||
Trial 7: relative flow change = 0.006861
|
||||
Trial 8: relative flow change = 0.000313
|
||||
0:00:00: Balanced after 8 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:35 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1np/NET1np.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/NET1np/NET1np.out
Normal file
Binary file not shown.
@@ -0,0 +1,26 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:35 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.990919
|
||||
Trial 2: relative flow change = 0.819513
|
||||
Trial 3: relative flow change = 0.366284
|
||||
Trial 4: relative flow change = 0.063785
|
||||
Trial 5: relative flow change = 0.002237
|
||||
Trial 6: relative flow change = 0.000003
|
||||
0:00:00: Balanced after 6 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:35 2018
|
||||
Binary file not shown.
@@ -0,0 +1,24 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:35 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.738152
|
||||
Trial 2: relative flow change = 0.080662
|
||||
Trial 3: relative flow change = 0.002745
|
||||
Trial 4: relative flow change = 0.000004
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 9 is emptying
|
||||
0:00:00: Tank 2 is filling at 120.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:35 2018
|
||||
Binary file not shown.
@@ -0,0 +1,26 @@
|
||||
Page 1 Fri Mar 23 14:48:35 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:36 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 1.809508
|
||||
Trial 2: relative flow change = 0.544139
|
||||
Trial 3: relative flow change = 0.176056
|
||||
Trial 4: relative flow change = 0.036352
|
||||
Trial 5: relative flow change = 0.006877
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 7384 is emptying
|
||||
0:00:00: Reservoir 311 is emptying
|
||||
0:00:00: Reservoir RES9000 is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:36 2018
|
||||
Binary file not shown.
@@ -0,0 +1,26 @@
|
||||
Page 1 Fri Mar 23 14:48:37 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:37 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 1.809664
|
||||
Trial 2: relative flow change = 0.544139
|
||||
Trial 3: relative flow change = 0.176056
|
||||
Trial 4: relative flow change = 0.036352
|
||||
Trial 5: relative flow change = 0.006877
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 7384 is emptying
|
||||
0:00:00: Reservoir 311 is emptying
|
||||
0:00:00: Reservoir RES9000 is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
Binary file not shown.
@@ -0,0 +1,34 @@
|
||||
Page 1 Fri Mar 23 14:48:38 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:38 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.995170
|
||||
Trial 2: relative flow change = 0.255385
|
||||
Pipe 142 switched from open to closed
|
||||
Pipe 143 switched from open to closed
|
||||
Trial 3: relative flow change = 0.976055
|
||||
Trial 4: relative flow change = 0.084588
|
||||
Trial 5: relative flow change = 0.014087
|
||||
Trial 6: relative flow change = 0.001687
|
||||
Trial 7: relative flow change = 0.000033
|
||||
0:00:00: Balanced after 7 trials
|
||||
0:00:00: Reservoir 40 is emptying
|
||||
0:00:00: Tank 41 is closed at 10.00 ft
|
||||
0:00:00: Tank 42 is closed at 10.00 ft
|
||||
0:00:00: Pipe 142 temporarily closed
|
||||
0:00:00: Pipe 143 temporarily closed
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
Binary file not shown.
@@ -0,0 +1,14 @@
|
||||
Page 1 Fri Mar 23 14:48:38 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:38 2018
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
Binary file not shown.
@@ -0,0 +1,32 @@
|
||||
Page 1 Fri Mar 23 14:48:38 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:38 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 1.115389
|
||||
Trial 2: relative flow change = 1.173709
|
||||
Trial 3: relative flow change = 1.173711
|
||||
Trial 4: relative flow change = 1.173708
|
||||
Trial 5: relative flow change = 1.173715
|
||||
Trial 6: relative flow change = 1.173713
|
||||
Trial 7: relative flow change = 1.173725
|
||||
Trial 8: relative flow change = 1.173760
|
||||
Trial 9: relative flow change = 1.173731
|
||||
Trial 10: relative flow change = 1.173601
|
||||
Trial 11: relative flow change = 1.173730
|
||||
Trial 12: relative flow change = 0.000669
|
||||
0:00:00: Balanced after 12 trials
|
||||
0:00:00: Reservoir R1 is closed
|
||||
0:00:00: Reservoir R2 is closed
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv/fcv.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv/fcv.out
Normal file
Binary file not shown.
22
tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv/fcv.rpt
Normal file
22
tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv/fcv.rpt
Normal file
@@ -0,0 +1,22 @@
|
||||
Page 1 Fri Mar 23 14:48:38 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:38 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.467174
|
||||
Trial 2: relative flow change = 0.000000
|
||||
0:00:00: Balanced after 2 trials
|
||||
0:00:00: Reservoir R1 is emptying
|
||||
0:00:00: Reservoir R2 is filling
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv2/fcv2.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv2/fcv2.out
Normal file
Binary file not shown.
26
tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv2/fcv2.rpt
Normal file
26
tests/epanet-nrtestsuite/benchmark/epanet-2012/fcv2/fcv2.rpt
Normal file
@@ -0,0 +1,26 @@
|
||||
Page 1 Fri Mar 23 14:48:38 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:38 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.983623
|
||||
Trial 2: relative flow change = 0.992520
|
||||
Trial 3: relative flow change = 0.639463
|
||||
Trial 4: relative flow change = 0.198357
|
||||
Trial 5: relative flow change = 0.016748
|
||||
Trial 6: relative flow change = 0.000119
|
||||
0:00:00: Balanced after 6 trials
|
||||
0:00:00: Reservoir R1 is emptying
|
||||
0:00:00: Reservoir R2 is filling
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:38 2018
|
||||
Binary file not shown.
@@ -0,0 +1,41 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 2.337526
|
||||
Trial 2: relative flow change = 0.996214
|
||||
Trial 3: relative flow change = 0.986741
|
||||
Trial 4: relative flow change = 0.969377
|
||||
Trial 5: relative flow change = 0.953164
|
||||
Trial 6: relative flow change = 0.936956
|
||||
Trial 7: relative flow change = 0.864790
|
||||
Trial 8: relative flow change = 0.999442
|
||||
Trial 9: relative flow change = 0.698432
|
||||
Trial 10: relative flow change = 0.387803
|
||||
Trial 11: relative flow change = 0.205241
|
||||
Trial 12: relative flow change = 0.105711
|
||||
Trial 13: relative flow change = 0.053664
|
||||
Trial 14: relative flow change = 0.027039
|
||||
Trial 15: relative flow change = 0.013572
|
||||
Trial 16: relative flow change = 0.006799
|
||||
Trial 17: relative flow change = 0.003339
|
||||
Trial 18: relative flow change = 0.001263
|
||||
Trial 19: relative flow change = 0.000417
|
||||
Trial 20: relative flow change = 0.000184
|
||||
Trial 21: relative flow change = 0.000092
|
||||
0:00:00: Balanced after 21 trials
|
||||
0:00:00: Reservoir B is emptying
|
||||
0:00:00: Reservoir A is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -0,0 +1,65 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
|
||||
Input Data File ................... gestar1mod.inp
|
||||
Number of Junctions................ 1
|
||||
Number of Reservoirs............... 2
|
||||
Number of Tanks ................... 0
|
||||
Number of Pipes ................... 2
|
||||
Number of Pumps ................... 0
|
||||
Number of Valves .................. 0
|
||||
Headloss Formula .................. Darcy-Weisbach
|
||||
Hydraulic Timestep ................ 1.00 hrs
|
||||
Hydraulic Accuracy ................ 0.000100
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
|
||||
Damping Limit Threshold ........... 0.000000
|
||||
Maximum Trials .................... 21
|
||||
Quality Analysis .................. None
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 1.00
|
||||
Relative Chemical Diffusivity ..... 1.00
|
||||
Demand Multiplier ................. 1.00
|
||||
Total Duration .................... 0.00 hrs
|
||||
Reporting Criteria:
|
||||
No Nodes
|
||||
No Links
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 6.023683
|
||||
Trial 2: relative flow change = 1.016700
|
||||
Trial 3: relative flow change = 1.035511
|
||||
Trial 4: relative flow change = 1.080023
|
||||
Trial 5: relative flow change = 1.203079
|
||||
Trial 6: relative flow change = 1.469410
|
||||
Trial 7: relative flow change = 0.581200
|
||||
Trial 8: relative flow change = 0.263708
|
||||
Trial 9: relative flow change = 0.131854
|
||||
Trial 10: relative flow change = 0.065927
|
||||
Trial 11: relative flow change = 0.032964
|
||||
Trial 12: relative flow change = 0.016482
|
||||
Trial 13: relative flow change = 0.008241
|
||||
Trial 14: relative flow change = 0.004120
|
||||
Trial 15: relative flow change = 0.002060
|
||||
Trial 16: relative flow change = 0.001030
|
||||
Trial 17: relative flow change = 0.000515
|
||||
Trial 18: relative flow change = 0.000258
|
||||
Trial 19: relative flow change = 0.000129
|
||||
Trial 20: relative flow change = 0.000064
|
||||
0:00:00: Balanced after 20 trials
|
||||
0:00:00: Reservoir B is emptying
|
||||
0:00:00: Reservoir A is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -0,0 +1,29 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 6.551358
|
||||
Trial 2: relative flow change = 1.197136
|
||||
Trial 3: relative flow change = 1.229316
|
||||
Trial 4: relative flow change = 1.319952
|
||||
Trial 5: relative flow change = 1.668231
|
||||
Trial 6: relative flow change = 1.147804
|
||||
Trial 7: relative flow change = 0.303981
|
||||
Trial 8: relative flow change = 0.013634
|
||||
Trial 9: relative flow change = 0.000030
|
||||
0:00:00: Balanced after 9 trials
|
||||
0:00:00: Reservoir B is emptying
|
||||
0:00:00: Reservoir A is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -0,0 +1,12 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
@@ -5,6 +5,105 @@
|
||||
"version": "2.0.12"
|
||||
},
|
||||
"Tests": [
|
||||
{
|
||||
"description": "Simple loop network with two pressure reducing valves.",
|
||||
"error_msg": null,
|
||||
"name": "2PRVs",
|
||||
"output_files": {
|
||||
"2PRVs.out": "epanet allclose",
|
||||
"2PRVs.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Another loop network with two pressure reducing valves",
|
||||
"error_msg": null,
|
||||
"name": "2PRVs-a",
|
||||
"output_files": {
|
||||
"2PRVs-a.out": "epanet allclose",
|
||||
"2PRVs-a.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Another variation of a loop network with two pressure reducing valves.",
|
||||
"error_msg": null,
|
||||
"name": "2PRVs-aquis",
|
||||
"output_files": {
|
||||
"2PRVs-aquis.out": "epanet allclose",
|
||||
"2PRVs-aquis.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "2Tanks",
|
||||
"output_files": {
|
||||
"2Tanks.out": "epanet allclose",
|
||||
"2Tanks.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Simple branch network with two flow control valves",
|
||||
"error_msg": null,
|
||||
"name": "2fcvs",
|
||||
"output_files": {
|
||||
"2fcvs.out": "epanet allclose",
|
||||
"2fcvs.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "57460",
|
||||
"output_files": {
|
||||
"57460.out": "epanet allclose",
|
||||
"57460.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Branch network with pump header and five flow control valves.",
|
||||
"error_msg": null,
|
||||
"name": "5fcvs",
|
||||
"output_files": {
|
||||
"5fcvs.out": "epanet allclose",
|
||||
"5fcvs.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "6848-68nodes",
|
||||
"output_files": {
|
||||
"6848-68nodes.out": "epanet allclose",
|
||||
"6848-68nodes.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "Elhay-ZeroFlow",
|
||||
"output_files": {
|
||||
"Elhay-ZeroFlow.out": "epanet allclose",
|
||||
"Elhay-ZeroFlow.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "A simple example of modeling chlorine decay",
|
||||
"error_msg": null,
|
||||
@@ -37,6 +136,380 @@
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "GES4-9",
|
||||
"output_files": {
|
||||
"GES4-9.out": "epanet allclose",
|
||||
"GES4-9.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "JEP5-13",
|
||||
"output_files": {
|
||||
"JEP5-13.out": "epanet allclose",
|
||||
"JEP5-13.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Example network one with tank mixing",
|
||||
"error_msg": null,
|
||||
"name": "NET1",
|
||||
"output_files": {
|
||||
"NET1.out": "epanet allclose",
|
||||
"NET1.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Example network one with control.",
|
||||
"error_msg": null,
|
||||
"name": "NET1-3",
|
||||
"output_files": {
|
||||
"NET1-3.out": "epanet allclose",
|
||||
"NET1-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Network one with pressure breaker valve.",
|
||||
"error_msg": null,
|
||||
"name": "NET1-PBV",
|
||||
"output_files": {
|
||||
"NET1-PBV.out": "epanet allclose",
|
||||
"NET1-PBV.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Example network one with check valve.",
|
||||
"error_msg": null,
|
||||
"name": "NET1cv",
|
||||
"output_files": {
|
||||
"NET1cv.out": "epanet allclose",
|
||||
"NET1cv.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Example network one with emitter.",
|
||||
"error_msg": null,
|
||||
"name": "NET1emit",
|
||||
"output_files": {
|
||||
"NET1emit.out": "epanet allclose",
|
||||
"NET1emit.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Network one with emitter and negative pressure condition",
|
||||
"error_msg": null,
|
||||
"name": "NET1negemit",
|
||||
"output_files": {
|
||||
"NET1negemit.out": "epanet allclose",
|
||||
"NET1negemit.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Network one with steady-state hydraulics and no water quality.",
|
||||
"error_msg": null,
|
||||
"name": "NET1np",
|
||||
"output_files": {
|
||||
"NET1np.out": "epanet allclose",
|
||||
"NET1np.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Network one with steady-state hydrulics and no water quality.",
|
||||
"error_msg": null,
|
||||
"name": "NET1para",
|
||||
"output_files": {
|
||||
"NET1para.out": "epanet allclose",
|
||||
"NET1para.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "NW_Model",
|
||||
"output_files": {
|
||||
"NW_Model.out": "epanet allclose",
|
||||
"NW_Model.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "NW_Model1",
|
||||
"output_files": {
|
||||
"NW_Model1.out": "epanet allclose",
|
||||
"NW_Model1.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "anytown-3",
|
||||
"output_files": {
|
||||
"anytown-3.out": "epanet allclose",
|
||||
"anytown-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "exnet-3",
|
||||
"output_files": {
|
||||
"exnet-3.out": "epanet allclose",
|
||||
"exnet-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Flow control valve on line between two reservoirs.",
|
||||
"error_msg": null,
|
||||
"name": "fcv",
|
||||
"output_files": {
|
||||
"fcv.out": "epanet allclose",
|
||||
"fcv.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Flow control valve between two reservoirs under a no flow condition.",
|
||||
"error_msg": null,
|
||||
"name": "fcv-noflow",
|
||||
"output_files": {
|
||||
"fcv-noflow.out": "epanet allclose",
|
||||
"fcv-noflow.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "Variation of flow control valve on line between two reservoirs.",
|
||||
"error_msg": null,
|
||||
"name": "fcv2",
|
||||
"output_files": {
|
||||
"fcv2.out": "epanet allclose",
|
||||
"fcv2.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "gestar1",
|
||||
"output_files": {
|
||||
"gestar1.out": "epanet allclose",
|
||||
"gestar1.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "gestar1mod",
|
||||
"output_files": {
|
||||
"gestar1mod.out": "epanet allclose",
|
||||
"gestar1mod.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "gestar1modHW",
|
||||
"output_files": {
|
||||
"gestar1modHW.out": "epanet allclose",
|
||||
"gestar1modHW.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "hanoi-3",
|
||||
"output_files": {
|
||||
"hanoi-3.out": "epanet allclose",
|
||||
"hanoi-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "mod_anytown-3",
|
||||
"output_files": {
|
||||
"mod_anytown-3.out": "epanet allclose",
|
||||
"mod_anytown-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "mod_anytown-3a",
|
||||
"output_files": {
|
||||
"mod_anytown-3a.out": "epanet allclose",
|
||||
"mod_anytown-3a.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "noflow",
|
||||
"output_files": {
|
||||
"noflow.out": "epanet allclose",
|
||||
"noflow.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "sampletown",
|
||||
"output_files": {
|
||||
"sampletown.out": "epanet allclose",
|
||||
"sampletown.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "simplenet",
|
||||
"output_files": {
|
||||
"simplenet.out": "epanet allclose",
|
||||
"simplenet.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "simpson_test",
|
||||
"output_files": {
|
||||
"simpson_test.out": "epanet allclose",
|
||||
"simpson_test.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "simpson_test_2-12",
|
||||
"output_files": {
|
||||
"simpson_test_2-12.out": "epanet allclose",
|
||||
"simpson_test_2-12.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "st-net3",
|
||||
"output_files": {
|
||||
"st-net3.out": "epanet allclose",
|
||||
"st-net3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "st-net3-3",
|
||||
"output_files": {
|
||||
"st-net3-3.out": "epanet allclose",
|
||||
"st-net3-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "test101",
|
||||
"output_files": {
|
||||
"test101.out": "epanet allclose",
|
||||
"test101.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "test101-3",
|
||||
"output_files": {
|
||||
"test101-3.out": "epanet allclose",
|
||||
"test101-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "todinitest",
|
||||
"output_files": {
|
||||
"todinitest.out": "epanet allclose",
|
||||
"todinitest.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
},
|
||||
{
|
||||
"description": "",
|
||||
"error_msg": null,
|
||||
"name": "wolf-3",
|
||||
"output_files": {
|
||||
"wolf-3.out": "epanet allclose",
|
||||
"wolf-3.rpt": "epanet report"
|
||||
},
|
||||
"passed": true,
|
||||
"version": "1.0"
|
||||
}
|
||||
]
|
||||
}
|
||||
Binary file not shown.
@@ -0,0 +1,34 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.985507
|
||||
Trial 2: relative flow change = 0.391213
|
||||
Pipe 142 switched from open to closed
|
||||
Pipe 143 switched from open to closed
|
||||
Trial 3: relative flow change = 0.505790
|
||||
Trial 4: relative flow change = 0.035713
|
||||
Trial 5: relative flow change = 0.006044
|
||||
Trial 6: relative flow change = 0.001067
|
||||
Trial 7: relative flow change = 0.000099
|
||||
0:00:00: Balanced after 7 trials
|
||||
0:00:00: Reservoir 40 is emptying
|
||||
0:00:00: Tank 41 is closed at 10.00 ft
|
||||
0:00:00: Tank 42 is closed at 10.00 ft
|
||||
0:00:00: Pipe 142 temporarily closed
|
||||
0:00:00: Pipe 143 temporarily closed
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -0,0 +1,26 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.988142
|
||||
Trial 2: relative flow change = 0.387661
|
||||
Trial 3: relative flow change = 0.090284
|
||||
Trial 4: relative flow change = 0.011766
|
||||
Trial 5: relative flow change = 0.000595
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 40 is emptying
|
||||
0:00:00: Tank 41 is emptying at 11.00 ft
|
||||
0:00:00: Tank 42 is emptying at 11.00 ft
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/noflow/noflow.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/noflow/noflow.out
Normal file
Binary file not shown.
@@ -0,0 +1,26 @@
|
||||
Page 1 Fri Mar 23 14:48:39 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:39 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.963369
|
||||
Trial 2: relative flow change = 0.927544
|
||||
Trial 3: relative flow change = 0.519465
|
||||
Trial 4: relative flow change = 0.123703
|
||||
Trial 5: relative flow change = 0.006485
|
||||
Trial 6: relative flow change = 0.000018
|
||||
0:00:00: Balanced after 6 trials
|
||||
0:00:00: Reservoir R1 is emptying
|
||||
0:00:00: Reservoir R2 is filling
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:39 2018
|
||||
Binary file not shown.
@@ -0,0 +1,12 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -0,0 +1,624 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
EPANET Example Network 3
|
||||
Example showing how the percent of Lake water in a dual-source
|
||||
system changes over time.
|
||||
|
||||
Input Data File ................... simplenet.inp
|
||||
Number of Junctions................ 2
|
||||
Number of Reservoirs............... 1
|
||||
Number of Tanks ................... 0
|
||||
Number of Pipes ................... 2
|
||||
Number of Pumps ................... 0
|
||||
Number of Valves .................. 0
|
||||
Headloss Formula .................. Hazen-Williams
|
||||
Hydraulic Timestep ................ 5.00 min
|
||||
Hydraulic Accuracy ................ 0.001000
|
||||
Status Check Frequency ............ 2
|
||||
Maximum Trials Checked ............ 10
|
||||
Damping Limit Threshold ........... 0.000000
|
||||
Maximum Trials .................... 40
|
||||
Quality Analysis .................. Trace From Node reservoir
|
||||
Water Quality Time Step ........... 5.00 min
|
||||
Water Quality Tolerance ........... 0.01 % from
|
||||
Specific Gravity .................. 1.00
|
||||
Relative Kinematic Viscosity ...... 1.00
|
||||
Relative Chemical Diffusivity ..... 1.00
|
||||
Demand Multiplier ................. 1.00
|
||||
Total Duration .................... 1440.00 min
|
||||
Reporting Criteria:
|
||||
No Nodes
|
||||
No Links
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balanced after 2 trials
|
||||
0:00:00: Reservoir reservoir is emptying
|
||||
|
||||
0:05:00: Balanced after 1 trials
|
||||
|
||||
0:10:00: Balanced after 1 trials
|
||||
|
||||
0:15:00: Balanced after 1 trials
|
||||
|
||||
0:20:00: Balanced after 1 trials
|
||||
|
||||
0:25:00: Balanced after 1 trials
|
||||
|
||||
0:30:00: Balanced after 1 trials
|
||||
|
||||
0:35:00: Balanced after 1 trials
|
||||
|
||||
0:40:00: Balanced after 1 trials
|
||||
|
||||
0:45:00: Balanced after 1 trials
|
||||
|
||||
0:50:00: Balanced after 1 trials
|
||||
|
||||
0:55:00: Balanced after 1 trials
|
||||
|
||||
1:00:00: Balanced after 1 trials
|
||||
|
||||
1:05:00: Balanced after 1 trials
|
||||
|
||||
1:10:00: Balanced after 1 trials
|
||||
|
||||
1:15:00: Balanced after 1 trials
|
||||
|
||||
1:20:00: Balanced after 1 trials
|
||||
|
||||
1:25:00: Balanced after 1 trials
|
||||
|
||||
1:30:00: Balanced after 1 trials
|
||||
|
||||
1:35:00: Balanced after 1 trials
|
||||
|
||||
1:40:00: Balanced after 1 trials
|
||||
|
||||
1:45:00: Balanced after 1 trials
|
||||
|
||||
1:50:00: Balanced after 1 trials
|
||||
|
||||
1:55:00: Balanced after 1 trials
|
||||
|
||||
2:00:00: Balanced after 1 trials
|
||||
|
||||
2:05:00: Balanced after 1 trials
|
||||
|
||||
2:10:00: Balanced after 1 trials
|
||||
|
||||
2:15:00: Balanced after 1 trials
|
||||
|
||||
2:20:00: Balanced after 1 trials
|
||||
|
||||
2:25:00: Balanced after 1 trials
|
||||
|
||||
2:30:00: Balanced after 1 trials
|
||||
|
||||
2:35:00: Balanced after 1 trials
|
||||
|
||||
2:40:00: Balanced after 1 trials
|
||||
|
||||
2:45:00: Balanced after 1 trials
|
||||
|
||||
2:50:00: Balanced after 1 trials
|
||||
|
||||
2:55:00: Balanced after 1 trials
|
||||
|
||||
3:00:00: Balanced after 1 trials
|
||||
|
||||
3:05:00: Balanced after 1 trials
|
||||
|
||||
3:10:00: Balanced after 1 trials
|
||||
|
||||
3:15:00: Balanced after 1 trials
|
||||
|
||||
3:20:00: Balanced after 1 trials
|
||||
|
||||
3:25:00: Balanced after 1 trials
|
||||
|
||||
3:30:00: Balanced after 1 trials
|
||||
|
||||
3:35:00: Balanced after 1 trials
|
||||
|
||||
3:40:00: Balanced after 1 trials
|
||||
|
||||
3:45:00: Balanced after 1 trials
|
||||
|
||||
3:50:00: Balanced after 1 trials
|
||||
|
||||
3:55:00: Balanced after 1 trials
|
||||
|
||||
4:00:00: Balanced after 1 trials
|
||||
|
||||
4:05:00: Balanced after 1 trials
|
||||
|
||||
4:10:00: Balanced after 1 trials
|
||||
|
||||
4:15:00: Balanced after 1 trials
|
||||
|
||||
4:20:00: Balanced after 1 trials
|
||||
|
||||
4:25:00: Balanced after 1 trials
|
||||
|
||||
4:30:00: Balanced after 1 trials
|
||||
|
||||
4:35:00: Balanced after 1 trials
|
||||
|
||||
4:40:00: Balanced after 1 trials
|
||||
|
||||
4:45:00: Balanced after 1 trials
|
||||
|
||||
4:50:00: Balanced after 1 trials
|
||||
|
||||
4:55:00: Balanced after 1 trials
|
||||
|
||||
5:00:00: Balanced after 1 trials
|
||||
|
||||
5:05:00: Balanced after 1 trials
|
||||
|
||||
5:10:00: Balanced after 1 trials
|
||||
|
||||
5:15:00: Balanced after 1 trials
|
||||
|
||||
5:20:00: Balanced after 1 trials
|
||||
|
||||
5:25:00: Balanced after 1 trials
|
||||
|
||||
5:30:00: Balanced after 1 trials
|
||||
|
||||
5:35:00: Balanced after 1 trials
|
||||
|
||||
5:40:00: Balanced after 1 trials
|
||||
|
||||
5:45:00: Balanced after 1 trials
|
||||
|
||||
5:50:00: Balanced after 1 trials
|
||||
|
||||
5:55:00: Balanced after 1 trials
|
||||
|
||||
6:00:00: Balanced after 1 trials
|
||||
|
||||
6:05:00: Balanced after 1 trials
|
||||
|
||||
6:10:00: Balanced after 1 trials
|
||||
|
||||
6:15:00: Balanced after 1 trials
|
||||
|
||||
6:20:00: Balanced after 1 trials
|
||||
|
||||
6:25:00: Balanced after 1 trials
|
||||
|
||||
6:30:00: Balanced after 1 trials
|
||||
|
||||
6:35:00: Balanced after 1 trials
|
||||
|
||||
6:40:00: Balanced after 1 trials
|
||||
|
||||
6:45:00: Balanced after 1 trials
|
||||
|
||||
6:50:00: Balanced after 1 trials
|
||||
|
||||
6:55:00: Balanced after 1 trials
|
||||
|
||||
7:00:00: Balanced after 1 trials
|
||||
|
||||
7:05:00: Balanced after 1 trials
|
||||
|
||||
7:10:00: Balanced after 1 trials
|
||||
|
||||
7:15:00: Balanced after 1 trials
|
||||
|
||||
7:20:00: Balanced after 1 trials
|
||||
|
||||
7:25:00: Balanced after 1 trials
|
||||
|
||||
7:30:00: Balanced after 1 trials
|
||||
|
||||
7:35:00: Balanced after 1 trials
|
||||
|
||||
7:40:00: Balanced after 1 trials
|
||||
|
||||
7:45:00: Balanced after 1 trials
|
||||
|
||||
7:50:00: Balanced after 1 trials
|
||||
|
||||
7:55:00: Balanced after 1 trials
|
||||
|
||||
8:00:00: Balanced after 1 trials
|
||||
|
||||
8:05:00: Balanced after 1 trials
|
||||
|
||||
8:10:00: Balanced after 1 trials
|
||||
|
||||
8:15:00: Balanced after 1 trials
|
||||
|
||||
8:20:00: Balanced after 1 trials
|
||||
|
||||
8:25:00: Balanced after 1 trials
|
||||
|
||||
8:30:00: Balanced after 1 trials
|
||||
|
||||
8:35:00: Balanced after 1 trials
|
||||
|
||||
8:40:00: Balanced after 1 trials
|
||||
|
||||
8:45:00: Balanced after 1 trials
|
||||
|
||||
8:50:00: Balanced after 1 trials
|
||||
|
||||
8:55:00: Balanced after 1 trials
|
||||
|
||||
9:00:00: Balanced after 1 trials
|
||||
|
||||
9:05:00: Balanced after 1 trials
|
||||
|
||||
9:10:00: Balanced after 1 trials
|
||||
|
||||
9:15:00: Balanced after 1 trials
|
||||
|
||||
9:20:00: Balanced after 1 trials
|
||||
|
||||
9:25:00: Balanced after 1 trials
|
||||
|
||||
9:30:00: Balanced after 1 trials
|
||||
|
||||
9:35:00: Balanced after 1 trials
|
||||
|
||||
9:40:00: Balanced after 1 trials
|
||||
|
||||
9:45:00: Balanced after 1 trials
|
||||
|
||||
9:50:00: Balanced after 1 trials
|
||||
|
||||
9:55:00: Balanced after 1 trials
|
||||
|
||||
10:00:00: Balanced after 1 trials
|
||||
|
||||
10:05:00: Balanced after 1 trials
|
||||
|
||||
10:10:00: Balanced after 1 trials
|
||||
|
||||
10:15:00: Balanced after 1 trials
|
||||
|
||||
10:20:00: Balanced after 1 trials
|
||||
|
||||
10:25:00: Balanced after 1 trials
|
||||
|
||||
10:30:00: Balanced after 1 trials
|
||||
|
||||
10:35:00: Balanced after 1 trials
|
||||
|
||||
10:40:00: Balanced after 1 trials
|
||||
|
||||
10:45:00: Balanced after 1 trials
|
||||
|
||||
10:50:00: Balanced after 1 trials
|
||||
|
||||
10:55:00: Balanced after 1 trials
|
||||
|
||||
11:00:00: Balanced after 1 trials
|
||||
|
||||
11:05:00: Balanced after 1 trials
|
||||
|
||||
11:10:00: Balanced after 1 trials
|
||||
|
||||
11:15:00: Balanced after 1 trials
|
||||
|
||||
11:20:00: Balanced after 1 trials
|
||||
|
||||
11:25:00: Balanced after 1 trials
|
||||
|
||||
11:30:00: Balanced after 1 trials
|
||||
|
||||
11:35:00: Balanced after 1 trials
|
||||
|
||||
11:40:00: Balanced after 1 trials
|
||||
|
||||
11:45:00: Balanced after 1 trials
|
||||
|
||||
11:50:00: Balanced after 1 trials
|
||||
|
||||
11:55:00: Balanced after 1 trials
|
||||
|
||||
12:00:00: Balanced after 1 trials
|
||||
|
||||
12:05:00: Balanced after 1 trials
|
||||
|
||||
12:10:00: Balanced after 1 trials
|
||||
|
||||
12:15:00: Balanced after 1 trials
|
||||
|
||||
12:20:00: Balanced after 1 trials
|
||||
|
||||
12:25:00: Balanced after 1 trials
|
||||
|
||||
12:30:00: Balanced after 1 trials
|
||||
|
||||
12:35:00: Balanced after 1 trials
|
||||
|
||||
12:40:00: Balanced after 1 trials
|
||||
|
||||
12:45:00: Balanced after 1 trials
|
||||
|
||||
12:50:00: Balanced after 1 trials
|
||||
|
||||
12:55:00: Balanced after 1 trials
|
||||
|
||||
13:00:00: Balanced after 1 trials
|
||||
|
||||
13:05:00: Balanced after 1 trials
|
||||
|
||||
13:10:00: Balanced after 1 trials
|
||||
|
||||
13:15:00: Balanced after 1 trials
|
||||
|
||||
13:20:00: Balanced after 1 trials
|
||||
|
||||
13:25:00: Balanced after 1 trials
|
||||
|
||||
13:30:00: Balanced after 1 trials
|
||||
|
||||
13:35:00: Balanced after 1 trials
|
||||
|
||||
13:40:00: Balanced after 1 trials
|
||||
|
||||
13:45:00: Balanced after 1 trials
|
||||
|
||||
13:50:00: Balanced after 1 trials
|
||||
|
||||
13:55:00: Balanced after 1 trials
|
||||
|
||||
14:00:00: Balanced after 1 trials
|
||||
|
||||
14:05:00: Balanced after 1 trials
|
||||
|
||||
14:10:00: Balanced after 1 trials
|
||||
|
||||
14:15:00: Balanced after 1 trials
|
||||
|
||||
14:20:00: Balanced after 1 trials
|
||||
|
||||
14:25:00: Balanced after 1 trials
|
||||
|
||||
14:30:00: Balanced after 1 trials
|
||||
|
||||
14:35:00: Balanced after 1 trials
|
||||
|
||||
14:40:00: Balanced after 1 trials
|
||||
|
||||
14:45:00: Balanced after 1 trials
|
||||
|
||||
14:50:00: Balanced after 1 trials
|
||||
|
||||
14:55:00: Balanced after 1 trials
|
||||
|
||||
15:00:00: Balanced after 1 trials
|
||||
|
||||
15:05:00: Balanced after 1 trials
|
||||
|
||||
15:10:00: Balanced after 1 trials
|
||||
|
||||
15:15:00: Balanced after 1 trials
|
||||
|
||||
15:20:00: Balanced after 1 trials
|
||||
|
||||
15:25:00: Balanced after 1 trials
|
||||
|
||||
15:30:00: Balanced after 1 trials
|
||||
|
||||
15:35:00: Balanced after 1 trials
|
||||
|
||||
15:40:00: Balanced after 1 trials
|
||||
|
||||
15:45:00: Balanced after 1 trials
|
||||
|
||||
15:50:00: Balanced after 1 trials
|
||||
|
||||
15:55:00: Balanced after 1 trials
|
||||
|
||||
16:00:00: Balanced after 1 trials
|
||||
|
||||
16:05:00: Balanced after 1 trials
|
||||
|
||||
16:10:00: Balanced after 1 trials
|
||||
|
||||
16:15:00: Balanced after 1 trials
|
||||
|
||||
16:20:00: Balanced after 1 trials
|
||||
|
||||
16:25:00: Balanced after 1 trials
|
||||
|
||||
16:30:00: Balanced after 1 trials
|
||||
|
||||
16:35:00: Balanced after 1 trials
|
||||
|
||||
16:40:00: Balanced after 1 trials
|
||||
|
||||
16:45:00: Balanced after 1 trials
|
||||
|
||||
16:50:00: Balanced after 1 trials
|
||||
|
||||
16:55:00: Balanced after 1 trials
|
||||
|
||||
17:00:00: Balanced after 1 trials
|
||||
|
||||
17:05:00: Balanced after 1 trials
|
||||
|
||||
17:10:00: Balanced after 1 trials
|
||||
|
||||
17:15:00: Balanced after 1 trials
|
||||
|
||||
17:20:00: Balanced after 1 trials
|
||||
|
||||
17:25:00: Balanced after 1 trials
|
||||
|
||||
17:30:00: Balanced after 1 trials
|
||||
|
||||
17:35:00: Balanced after 1 trials
|
||||
|
||||
17:40:00: Balanced after 1 trials
|
||||
|
||||
17:45:00: Balanced after 1 trials
|
||||
|
||||
17:50:00: Balanced after 1 trials
|
||||
|
||||
17:55:00: Balanced after 1 trials
|
||||
|
||||
18:00:00: Balanced after 1 trials
|
||||
|
||||
18:05:00: Balanced after 1 trials
|
||||
|
||||
18:10:00: Balanced after 1 trials
|
||||
|
||||
18:15:00: Balanced after 1 trials
|
||||
|
||||
18:20:00: Balanced after 1 trials
|
||||
|
||||
18:25:00: Balanced after 1 trials
|
||||
|
||||
18:30:00: Balanced after 1 trials
|
||||
|
||||
18:35:00: Balanced after 1 trials
|
||||
|
||||
18:40:00: Balanced after 1 trials
|
||||
|
||||
18:45:00: Balanced after 1 trials
|
||||
|
||||
18:50:00: Balanced after 1 trials
|
||||
|
||||
18:55:00: Balanced after 1 trials
|
||||
|
||||
19:00:00: Balanced after 1 trials
|
||||
|
||||
19:05:00: Balanced after 1 trials
|
||||
|
||||
19:10:00: Balanced after 1 trials
|
||||
|
||||
19:15:00: Balanced after 1 trials
|
||||
|
||||
19:20:00: Balanced after 1 trials
|
||||
|
||||
19:25:00: Balanced after 1 trials
|
||||
|
||||
19:30:00: Balanced after 1 trials
|
||||
|
||||
19:35:00: Balanced after 1 trials
|
||||
|
||||
19:40:00: Balanced after 1 trials
|
||||
|
||||
19:45:00: Balanced after 1 trials
|
||||
|
||||
19:50:00: Balanced after 1 trials
|
||||
|
||||
19:55:00: Balanced after 1 trials
|
||||
|
||||
20:00:00: Balanced after 1 trials
|
||||
|
||||
20:05:00: Balanced after 1 trials
|
||||
|
||||
20:10:00: Balanced after 1 trials
|
||||
|
||||
20:15:00: Balanced after 1 trials
|
||||
|
||||
20:20:00: Balanced after 1 trials
|
||||
|
||||
20:25:00: Balanced after 1 trials
|
||||
|
||||
20:30:00: Balanced after 1 trials
|
||||
|
||||
20:35:00: Balanced after 1 trials
|
||||
|
||||
20:40:00: Balanced after 1 trials
|
||||
|
||||
20:45:00: Balanced after 1 trials
|
||||
|
||||
20:50:00: Balanced after 1 trials
|
||||
|
||||
20:55:00: Balanced after 1 trials
|
||||
|
||||
21:00:00: Balanced after 1 trials
|
||||
|
||||
21:05:00: Balanced after 1 trials
|
||||
|
||||
21:10:00: Balanced after 1 trials
|
||||
|
||||
21:15:00: Balanced after 1 trials
|
||||
|
||||
21:20:00: Balanced after 1 trials
|
||||
|
||||
21:25:00: Balanced after 1 trials
|
||||
|
||||
21:30:00: Balanced after 1 trials
|
||||
|
||||
21:35:00: Balanced after 1 trials
|
||||
|
||||
21:40:00: Balanced after 1 trials
|
||||
|
||||
21:45:00: Balanced after 1 trials
|
||||
|
||||
21:50:00: Balanced after 1 trials
|
||||
|
||||
21:55:00: Balanced after 1 trials
|
||||
|
||||
22:00:00: Balanced after 1 trials
|
||||
|
||||
22:05:00: Balanced after 1 trials
|
||||
|
||||
22:10:00: Balanced after 1 trials
|
||||
|
||||
22:15:00: Balanced after 1 trials
|
||||
|
||||
22:20:00: Balanced after 1 trials
|
||||
|
||||
22:25:00: Balanced after 1 trials
|
||||
|
||||
22:30:00: Balanced after 1 trials
|
||||
|
||||
22:35:00: Balanced after 1 trials
|
||||
|
||||
22:40:00: Balanced after 1 trials
|
||||
|
||||
22:45:00: Balanced after 1 trials
|
||||
|
||||
22:50:00: Balanced after 1 trials
|
||||
|
||||
22:55:00: Balanced after 1 trials
|
||||
|
||||
23:00:00: Balanced after 1 trials
|
||||
|
||||
23:05:00: Balanced after 1 trials
|
||||
|
||||
23:10:00: Balanced after 1 trials
|
||||
|
||||
23:15:00: Balanced after 1 trials
|
||||
|
||||
23:20:00: Balanced after 1 trials
|
||||
|
||||
23:25:00: Balanced after 1 trials
|
||||
|
||||
23:30:00: Balanced after 1 trials
|
||||
|
||||
23:35:00: Balanced after 1 trials
|
||||
|
||||
23:40:00: Balanced after 1 trials
|
||||
|
||||
23:45:00: Balanced after 1 trials
|
||||
|
||||
23:50:00: Balanced after 1 trials
|
||||
|
||||
23:55:00: Balanced after 1 trials
|
||||
|
||||
24:00:00: Balanced after 1 trials
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -0,0 +1,30 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.892654
|
||||
Trial 2: relative flow change = 1.072474
|
||||
PRV 5 switched from active to closed
|
||||
FCV 4 switched from active to open
|
||||
Trial 3: relative flow change = 77.341455
|
||||
Trial 4: relative flow change = 0.000004
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 1 is closed
|
||||
0:00:00: Reservoir 6 is closed
|
||||
0:00:00: FCV 4 open but cannot deliver flow
|
||||
0:00:00: PRV 5 closed
|
||||
|
||||
WARNING: FCV 4 open but cannot deliver flow at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -0,0 +1,30 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.928415
|
||||
Trial 2: relative flow change = 1.072474
|
||||
PRV 5 switched from active to closed
|
||||
FCV 4 switched from active to open
|
||||
Trial 3: relative flow change = 77.341455
|
||||
Trial 4: relative flow change = 0.000004
|
||||
0:00:00: Balanced after 4 trials
|
||||
0:00:00: Reservoir 1 is closed
|
||||
0:00:00: Reservoir 6 is closed
|
||||
0:00:00: FCV 4 open but cannot deliver flow
|
||||
0:00:00: PRV 5 closed
|
||||
|
||||
WARNING: FCV 4 open but cannot deliver flow at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -0,0 +1,14 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
WARNING: Pump 10 closed because cannot deliver head at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -0,0 +1,14 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
WARNING: Pump 10 closed because cannot deliver head at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -0,0 +1,29 @@
|
||||
Page 1 Fri Mar 23 14:48:41 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:41 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.823588
|
||||
Trial 2: relative flow change = 0.725899
|
||||
Trial 3: relative flow change = 0.412026
|
||||
Trial 4: relative flow change = 0.128355
|
||||
Trial 5: relative flow change = 0.020158
|
||||
Trial 6: relative flow change = 0.002123
|
||||
Trial 7: relative flow change = 0.000206
|
||||
0:00:00: Balanced after 7 trials
|
||||
0:00:00: Reservoir 1 is emptying
|
||||
0:00:00: Reservoir 32 is filling
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:41 2018
|
||||
Binary file not shown.
@@ -0,0 +1,28 @@
|
||||
Page 1 Fri Mar 23 14:48:40 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:40 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 0.823588
|
||||
Trial 2: relative flow change = 0.725899
|
||||
Trial 3: relative flow change = 0.412026
|
||||
Trial 4: relative flow change = 0.128355
|
||||
Trial 5: relative flow change = 0.020158
|
||||
Trial 6: relative flow change = 0.002123
|
||||
0:00:00: Balanced after 6 trials
|
||||
0:00:00: Reservoir 1 is emptying
|
||||
0:00:00: Reservoir 32 is filling
|
||||
|
||||
WARNING: Negative pressures at 0:00:00 hrs.
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:40 2018
|
||||
Binary file not shown.
@@ -0,0 +1,24 @@
|
||||
Page 1 Fri Mar 23 14:48:41 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:41 2018
|
||||
|
||||
|
||||
Hydraulic Status:
|
||||
-----------------------------------------------------------------------
|
||||
0:00:00: Balancing the network:
|
||||
Trial 1: relative flow change = 1.313341
|
||||
Trial 2: relative flow change = 0.393364
|
||||
Trial 3: relative flow change = 0.028807
|
||||
Trial 4: relative flow change = 0.000312
|
||||
Trial 5: relative flow change = 0.000000
|
||||
0:00:00: Balanced after 5 trials
|
||||
0:00:00: Reservoir 1 is emptying
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:41 2018
|
||||
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/wolf-3/wolf-3.out
Normal file
BIN
tests/epanet-nrtestsuite/benchmark/epanet-2012/wolf-3/wolf-3.out
Normal file
Binary file not shown.
@@ -0,0 +1,12 @@
|
||||
Page 1 Fri Mar 23 14:48:41 2018
|
||||
|
||||
******************************************************************
|
||||
* E P A N E T *
|
||||
* Hydraulic and Water Quality *
|
||||
* Analysis for Pipe Networks *
|
||||
* Version 2.00.12 *
|
||||
******************************************************************
|
||||
|
||||
Analysis begun Fri Mar 23 14:48:41 2018
|
||||
|
||||
Analysis ended Fri Mar 23 14:48:41 2018
|
||||
260
tests/epanet-nrtestsuite/tests/exeter/anytown-3.inp
Normal file
260
tests/epanet-nrtestsuite/tests/exeter/anytown-3.inp
Normal file
@@ -0,0 +1,260 @@
|
||||
[TITLE]
|
||||
ANYTOWN example
|
||||
|
||||
[JUNCTIONS]
|
||||
;ID Elev Demand Pattern
|
||||
1 20 500 1 ;
|
||||
2 50 200 1 ;
|
||||
3 50 200 1 ;
|
||||
4 50 600 1 ;
|
||||
5 80 600 1 ;
|
||||
6 80 600 1 ;
|
||||
7 80 600 1 ;
|
||||
8 80 400 1 ;
|
||||
9 120 400 1 ;
|
||||
10 120 400 1 ;
|
||||
11 120 400 1 ;
|
||||
12 50 500 1 ;
|
||||
13 50 500 1 ;
|
||||
14 50 500 1 ;
|
||||
15 50 500 1 ;
|
||||
16 120 400 1 ;
|
||||
17 120 1000 1 ;
|
||||
18 50 500 1 ;
|
||||
19 50 1000 1 ;
|
||||
20 20 0 1 ;
|
||||
21 50 0 1 ;
|
||||
22 120 0 1 ;
|
||||
|
||||
[RESERVOIRS]
|
||||
;ID Head Pattern
|
||||
40 10 ;
|
||||
|
||||
[TANKS]
|
||||
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
|
||||
41 215 10 10 35 32.65 0 ;
|
||||
42 215 10 10 35 32.65 0 ;
|
||||
|
||||
[PIPES]
|
||||
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
|
||||
1 1 2 12000 12 120 0 Open ;Res
|
||||
2 1 12 12000 12 70 0 Open ;city
|
||||
3 1 13 12000 16 70 0 Open ;city
|
||||
4 1 20 100 30 130 0 Open ;city
|
||||
5 2 3 6000 10 120 0 Open ;Res
|
||||
6 2 4 9000 10 120 0 Open ;Res
|
||||
7 2 13 9000 12 70 0 Open ;Res
|
||||
8 2 14 6000 10 120 0 Open ;Res
|
||||
9 3 4 6000 10 120 0 Open ;Res
|
||||
11 4 8 12000 8 120 0 Open ;Res
|
||||
12 4 15 6000 10 120 0 Open ;Res
|
||||
17 8 9 12000 8 120 0 Open ;Res
|
||||
18 8 15 6000 10 120 0 Open ;Res
|
||||
19 8 16 6000 8 120 0 Open ;Res
|
||||
20 8 17 6000 8 120 0 Open ;Res
|
||||
21 9 10 6000 8 120 0 Open ;Res
|
||||
22 10 11 6000 8 120 0 Open ;Res
|
||||
23 10 17 6000 10 120 0 Open ;Res
|
||||
24 11 12 6000 8 120 0 Open ;Res
|
||||
26 12 17 6000 10 120 0 Open ;Res
|
||||
27 12 18 6000 8 70 0 Open ;city
|
||||
28 13 14 6000 12 70 0 Open ;city
|
||||
29 13 18 6000 12 70 0 Open ;city
|
||||
30 13 19 6000 10 70 0 Open ;city
|
||||
31 14 15 6000 12 70 0 Open ;city
|
||||
32 14 19 6000 10 70 0 Open ;city
|
||||
33 14 21 100 12 120 0 Open ;city
|
||||
34 15 16 6000 10 70 0 Open ;city
|
||||
35 15 19 6000 10 70 0 Open ;city
|
||||
36 16 17 6000 8 120 0 Open ;Res
|
||||
37 16 18 6000 12 70 0 Open ;city
|
||||
38 16 19 6000 10 70 0 Open ;city
|
||||
39 17 18 6000 8 120 0 Open ;Res
|
||||
40 17 22 100 12 120 0 Open ;Res
|
||||
41 18 19 6000 10 70 0 Open ;city
|
||||
142 21 41 1 12 120 0 Open ;city
|
||||
143 22 42 1 12 120 0 Open ;Res
|
||||
110 4 5 6000 12 130 0 Open ;New
|
||||
113 5 6 6000 12 130 0 Open ;New
|
||||
114 6 7 6000 12 130 0 Open ;New
|
||||
115 6 8 6000 12 130 0 Open ;New
|
||||
116 7 8 6000 12 130 0 Open ;New
|
||||
125 11 17 9000 12 130 0 Open ;New
|
||||
|
||||
[PUMPS]
|
||||
;ID Node1 Node2 Parameters
|
||||
78 40 20 HEAD 2 ;
|
||||
79 40 20 HEAD 2 ;
|
||||
80 40 20 HEAD 2 ;
|
||||
|
||||
[VALVES]
|
||||
;ID Node1 Node2 Diameter Type Setting MinorLoss
|
||||
|
||||
[TAGS]
|
||||
|
||||
[DEMANDS]
|
||||
;Junction Demand Pattern Category
|
||||
|
||||
[STATUS]
|
||||
;ID Status/Setting
|
||||
|
||||
[PATTERNS]
|
||||
;ID Multipliers
|
||||
;Daily water use pattern
|
||||
1 1.0 1.0 1.0 0.9 0.9 0.9
|
||||
1 0.7 0.7 0.7 0.6 0.6 0.6
|
||||
1 1.2 1.2 1.2 1.3 1.3 1.3
|
||||
1 1.2 1.2 1.2 1.1 1.1 1.1
|
||||
;Daily Operating Pump
|
||||
2 0 0 0 0 0 0
|
||||
2 0 0 0 0 0 0
|
||||
2 0 0 0 0 0 0
|
||||
2 0 0 0 0 0 0
|
||||
;Daily Alternate Pump
|
||||
3 0 0 0 0 0 0
|
||||
3 0 0 0 0 0 0
|
||||
3 0 0 0 0 0 0
|
||||
3 0 0 0 0 0 0
|
||||
;Daily Alternate Pump
|
||||
4 0 0 0 0 0 0
|
||||
4 0 0 0 0 0 0
|
||||
4 0 0 0 0 0 0
|
||||
4 0 0 0 0 0 0
|
||||
|
||||
[CURVES]
|
||||
;ID X-Value Y-Value
|
||||
;PUMP: PUMP: ID X-Value Y-Value
|
||||
2 0. 300
|
||||
2 2000 292
|
||||
2 4000 270
|
||||
2 6000 230
|
||||
2 8000 181
|
||||
;PUMP: PUMP: ID flow efficiency
|
||||
E1 0. 0
|
||||
E1 2000 50
|
||||
E1 4000 65
|
||||
E1 6000 55
|
||||
E1 8000 40
|
||||
|
||||
[CONTROLS]
|
||||
|
||||
|
||||
[RULES]
|
||||
|
||||
|
||||
[ENERGY]
|
||||
Global Efficiency 75
|
||||
Global Price 0
|
||||
Demand Charge 0
|
||||
Pump 78 Efficiency E1
|
||||
Pump 79 Efficiency E1
|
||||
Pump 80 Efficiency E1
|
||||
|
||||
[EMITTERS]
|
||||
;Junction Coefficient
|
||||
|
||||
[QUALITY]
|
||||
;Node InitQual
|
||||
|
||||
[SOURCES]
|
||||
;Node Type Quality Pattern
|
||||
|
||||
[REACTIONS]
|
||||
;Type Pipe/Tank Coefficient
|
||||
|
||||
|
||||
[REACTIONS]
|
||||
Order Bulk 1
|
||||
Order Tank 1
|
||||
Order Wall 1
|
||||
Global Bulk 0
|
||||
Global Wall 0
|
||||
Limiting Potential 0
|
||||
Roughness Correlation 0
|
||||
|
||||
[MIXING]
|
||||
;Tank Model
|
||||
|
||||
[TIMES]
|
||||
Duration 0:00
|
||||
Hydraulic Timestep 0:01
|
||||
Quality Timestep 0:01
|
||||
Pattern Timestep 1:00
|
||||
Pattern Start 0:00
|
||||
Report Timestep 1:00
|
||||
Report Start 0:00
|
||||
Start ClockTime 0
|
||||
Statistic NONE
|
||||
|
||||
[REPORT]
|
||||
Status Full
|
||||
Summary No
|
||||
Page 0
|
||||
|
||||
[OPTIONS]
|
||||
Units GPM
|
||||
Headloss H-W
|
||||
Specific Gravity 1
|
||||
Viscosity 1
|
||||
Trials 40
|
||||
Accuracy 0.001
|
||||
CHECKFREQ 2
|
||||
MAXCHECK 10
|
||||
DAMPLIMIT 0
|
||||
Unbalanced Continue 10
|
||||
Pattern 1
|
||||
Demand Multiplier 1.8
|
||||
Emitter Exponent 0.5
|
||||
Quality NONE mg/L
|
||||
Diffusivity 1.0
|
||||
Tolerance 0.01
|
||||
|
||||
;Head Accuracy 0.001
|
||||
;Flow Accuracy 0.45
|
||||
;Step Sizing LINESEARCH ;HEURISTIC ;FULL ;
|
||||
;Demand Model LOGISTIC ;FIXED ; ORIFICE ; PRESSURE_DEFICIENT ;
|
||||
;Minimum Pressure 0
|
||||
;Full Pressure 40
|
||||
|
||||
|
||||
[COORDINATES]
|
||||
;Node X-Coord Y-Coord
|
||||
1 7682.33 3371.15
|
||||
2 7633.71 5737.44
|
||||
3 7520.26 7293.35
|
||||
4 6175.04 7568.88
|
||||
5 5591.57 8460.29
|
||||
6 4100.49 8071.31
|
||||
7 3192.87 7763.37
|
||||
8 3321.19 6696.55
|
||||
9 1305.62 4850.97
|
||||
10 2317.45 3588.20
|
||||
11 3701.63 2892.06
|
||||
12 4846.03 3354.94
|
||||
13 6450.57 4424.64
|
||||
14 6466.77 5769.85
|
||||
15 5094.45 6482.09
|
||||
16 4017.86 5615.96
|
||||
17 3005.49 4292.43
|
||||
18 4846.03 4440.84
|
||||
19 5332.25 5332.25
|
||||
20 8306.86 3369.33
|
||||
21 6094.00 6499.19
|
||||
22 2422.68 4519.09
|
||||
40 8700.60 3371.15
|
||||
41 6094.00 6600.19
|
||||
42 2422.68 4700.09
|
||||
|
||||
[VERTICES]
|
||||
;Link X-Coord Y-Coord
|
||||
|
||||
[LABELS]
|
||||
;X-Coord Y-Coord Label & Anchor Node
|
||||
|
||||
[BACKDROP]
|
||||
DIMENSIONS 935.87 2613.65 9070.35 8738.70
|
||||
UNITS None
|
||||
FILE
|
||||
OFFSET 0.00 0.00
|
||||
|
||||
[END]
|
||||
17
tests/epanet-nrtestsuite/tests/exeter/anytown-3.json
Normal file
17
tests/epanet-nrtestsuite/tests/exeter/anytown-3.json
Normal file
@@ -0,0 +1,17 @@
|
||||
{
|
||||
"name": "anytown-3",
|
||||
"version": "1.0",
|
||||
"description": "",
|
||||
"args": [
|
||||
"anytown-3.inp",
|
||||
"anytown-3.rpt",
|
||||
"anytown-3.out"
|
||||
],
|
||||
"input_files": [
|
||||
"anytown-3.inp"
|
||||
],
|
||||
"output_files": {
|
||||
"anytown-3.rpt": "epanet report",
|
||||
"anytown-3.out": "epanet allclose"
|
||||
}
|
||||
}
|
||||
6376
tests/epanet-nrtestsuite/tests/exeter/exnet-3.inp
Normal file
6376
tests/epanet-nrtestsuite/tests/exeter/exnet-3.inp
Normal file
File diff suppressed because it is too large
Load Diff
17
tests/epanet-nrtestsuite/tests/exeter/exnet-3.json
Normal file
17
tests/epanet-nrtestsuite/tests/exeter/exnet-3.json
Normal file
@@ -0,0 +1,17 @@
|
||||
{
|
||||
"name": "exnet-3",
|
||||
"version": "1.0",
|
||||
"description": "",
|
||||
"args": [
|
||||
"exnet-3.inp",
|
||||
"exnet-3.rpt",
|
||||
"exnet-3.out"
|
||||
],
|
||||
"input_files": [
|
||||
"exnet-3.inp"
|
||||
],
|
||||
"output_files": {
|
||||
"exnet-3.rpt": "epanet report",
|
||||
"exnet-3.out": "epanet allclose"
|
||||
}
|
||||
}
|
||||
223
tests/epanet-nrtestsuite/tests/exeter/hanoi-3.inp
Normal file
223
tests/epanet-nrtestsuite/tests/exeter/hanoi-3.inp
Normal file
@@ -0,0 +1,223 @@
|
||||
[TITLE]
|
||||
Hanoi example by Fujiwara and Khang, Water Resources Research, 1990
|
||||
|
||||
[JUNCTIONS]
|
||||
;ID Elev Demand Pattern
|
||||
2 0 890 ;
|
||||
3 0 850 ;
|
||||
4 0 130 ;
|
||||
5 0 725 ;
|
||||
6 0 1005 ;
|
||||
7 0 1350 ;
|
||||
8 0 550 ;
|
||||
9 0 525 ;
|
||||
10 0 525 ;
|
||||
11 0 500 ;
|
||||
12 0 560 ;
|
||||
13 0 940 ;
|
||||
14 0 615 ;
|
||||
15 0 280 ;
|
||||
16 0 310 ;
|
||||
17 0 865 ;
|
||||
18 0 1345 ;
|
||||
19 0 60 ;
|
||||
20 0 1275 ;
|
||||
21 0 930 ;
|
||||
22 0 485 ;
|
||||
23 0 1045 ;
|
||||
24 0 820 ;
|
||||
25 0 170 ;
|
||||
26 0 900 ;
|
||||
27 0 370 ;
|
||||
28 0 290 ;
|
||||
29 0 360 ;
|
||||
30 0 360 ;
|
||||
31 0 105 ;
|
||||
32 0 805 ;
|
||||
|
||||
[RESERVOIRS]
|
||||
;ID Head Pattern
|
||||
1 100.0 ;
|
||||
|
||||
[TANKS]
|
||||
;ID Elevation InitLevel MinLevel MaxLevel Diameter MinVol VolCurve
|
||||
|
||||
[PIPES]
|
||||
;ID Node1 Node2 Length Diameter Roughness MinorLoss Status
|
||||
1 1 2 100 800 130 0 open ;
|
||||
2 2 3 1350 800 130 0 open ;
|
||||
3 3 4 900 800 130 0 open ;
|
||||
4 4 5 1150 800 130 0 open ;
|
||||
5 5 6 1450 800 130 0 open ;
|
||||
6 6 7 450 800 130 0 open ;
|
||||
7 7 8 850 800 130 0 open ;
|
||||
8 8 9 850 800 130 0 open ;
|
||||
9 9 10 800 800 130 0 open ;
|
||||
10 10 11 950 800 130 0 open ;
|
||||
11 11 12 1200 800 130 0 open ;
|
||||
12 12 13 3500 800 130 0 open ;
|
||||
13 10 14 800 800 130 0 open ;
|
||||
14 14 15 500 800 130 0 open ;
|
||||
15 15 16 550 800 130 0 open ;
|
||||
16 17 16 2730 800 130 0 open ;
|
||||
17 18 17 1750 800 130 0 open ;
|
||||
18 19 18 800 800 130 0 open ;
|
||||
19 3 19 400 800 130 0 open ;
|
||||
20 3 20 2200 800 130 0 open ;
|
||||
21 20 21 1500 800 130 0 open ;
|
||||
22 21 22 500 800 130 0 open ;
|
||||
23 20 23 2650 800 130 0 open ;
|
||||
24 23 24 1230 800 130 0 open ;
|
||||
25 24 25 1300 800 130 0 open ;
|
||||
26 26 25 850 800 130 0 open ;
|
||||
27 27 26 300 800 130 0 open ;
|
||||
28 16 27 750 800 130 0 open ;
|
||||
29 23 28 1500 800 130 0 open ;
|
||||
30 28 29 2000 800 130 0 open ;
|
||||
31 29 30 1600 800 130 0 open ;
|
||||
32 30 31 150 800 130 0 open ;
|
||||
33 32 31 860 800 130 0 open ;
|
||||
34 25 32 950 800 130 0 open ;
|
||||
|
||||
[PUMPS]
|
||||
;ID Node1 Node2 Parameters
|
||||
|
||||
[VALVES]
|
||||
;ID Node1 Node2 Diameter Type Setting MinorLoss
|
||||
|
||||
[TAGS]
|
||||
|
||||
[DEMANDS]
|
||||
;Junction Demand Pattern Category
|
||||
|
||||
[STATUS]
|
||||
;ID Status/Setting
|
||||
|
||||
[PATTERNS]
|
||||
;ID Multipliers
|
||||
|
||||
[CURVES]
|
||||
;ID X-Value Y-Value
|
||||
|
||||
[CONTROLS]
|
||||
|
||||
|
||||
[RULES]
|
||||
|
||||
|
||||
[ENERGY]
|
||||
Global Efficiency 75
|
||||
Global Price 0
|
||||
Demand Charge 0
|
||||
|
||||
[EMITTERS]
|
||||
;Junction Coefficient
|
||||
|
||||
[QUALITY]
|
||||
;Node InitQual
|
||||
|
||||
[SOURCES]
|
||||
;Node Type Quality Pattern
|
||||
|
||||
[REACTIONS]
|
||||
;Type Pipe/Tank Coefficient
|
||||
|
||||
|
||||
[REACTIONS]
|
||||
Order Bulk 1
|
||||
Order Tank 1
|
||||
Order Wall 1
|
||||
Global Bulk 0
|
||||
Global Wall 0
|
||||
Limiting Potential 0
|
||||
Roughness Correlation 0
|
||||
|
||||
[MIXING]
|
||||
;Tank Model
|
||||
|
||||
[TIMES]
|
||||
Duration 0:00
|
||||
Hydraulic Timestep 1:00
|
||||
Quality Timestep 0:05
|
||||
Pattern Timestep 1:00
|
||||
Pattern Start 0:00
|
||||
Report Timestep 1:00
|
||||
Report Start 0:00
|
||||
Start ClockTime 12 am
|
||||
Statistic NONE
|
||||
|
||||
[REPORT]
|
||||
Status No
|
||||
Summary No
|
||||
Page 0
|
||||
|
||||
[OPTIONS]
|
||||
Units CMH
|
||||
;Flow Units CMH
|
||||
;Demand Model LOGISTIC ;FIXED ;PRESSURE_DEFICIENT
|
||||
;Full Pressure 50
|
||||
;Minimum Pressure 10
|
||||
Headloss H-W
|
||||
Specific Gravity 1
|
||||
Viscosity 1
|
||||
Trials 40
|
||||
Accuracy 0.001
|
||||
CHECKFREQ 2
|
||||
MAXCHECK 10
|
||||
DAMPLIMIT 0
|
||||
Unbalanced Continue 10
|
||||
Pattern 1
|
||||
Demand Multiplier 0.75
|
||||
Emitter Exponent 0.5
|
||||
Quality NONE mg/L
|
||||
Diffusivity 1
|
||||
Tolerance 0.01
|
||||
|
||||
[COORDINATES]
|
||||
;Node X-Coord Y-Coord
|
||||
2 5021.20 1582.17
|
||||
3 5025.20 2585.42
|
||||
4 5874.22 2588.30
|
||||
5 6873.11 2588.30
|
||||
6 8103.51 2585.42
|
||||
7 8103.51 3234.67
|
||||
8 8106.66 4179.28
|
||||
9 8106.66 5133.78
|
||||
10 7318.64 5133.78
|
||||
11 7319.94 5831.65
|
||||
12 7319.94 6671.19
|
||||
13 5636.76 6676.24
|
||||
14 6530.63 5133.78
|
||||
15 5676.02 5133.78
|
||||
16 5021.20 5133.78
|
||||
17 5021.20 4412.36
|
||||
18 5021.20 3868.52
|
||||
19 5021.20 3191.49
|
||||
20 3587.87 2588.30
|
||||
21 3587.87 1300.84
|
||||
22 3587.87 901.29
|
||||
23 1978.55 2588.30
|
||||
24 1975.58 4084.35
|
||||
25 1980.46 5137.63
|
||||
26 3077.46 5137.63
|
||||
27 3933.52 5133.78
|
||||
28 846.04 2588.20
|
||||
29 -552.41 2588.20
|
||||
30 -552.38 4369.06
|
||||
31 -549.36 5137.63
|
||||
32 536.45 5137.63
|
||||
1 5360.71 1354.05
|
||||
|
||||
[VERTICES]
|
||||
;Link X-Coord Y-Coord
|
||||
|
||||
[LABELS]
|
||||
;X-Coord Y-Coord Label & Anchor Node
|
||||
|
||||
[BACKDROP]
|
||||
DIMENSIONS -985.92 612.54 8551.27 6964.99
|
||||
UNITS None
|
||||
FILE
|
||||
OFFSET 0.00 0.00
|
||||
|
||||
[END]
|
||||
17
tests/epanet-nrtestsuite/tests/exeter/hanoi-3.json
Normal file
17
tests/epanet-nrtestsuite/tests/exeter/hanoi-3.json
Normal file
@@ -0,0 +1,17 @@
|
||||
{
|
||||
"name": "hanoi-3",
|
||||
"version": "1.0",
|
||||
"description": "",
|
||||
"args": [
|
||||
"hanoi-3.inp",
|
||||
"hanoi-3.rpt",
|
||||
"hanoi-3.out"
|
||||
],
|
||||
"input_files": [
|
||||
"hanoi-3.inp"
|
||||
],
|
||||
"output_files": {
|
||||
"hanoi-3.rpt": "epanet report",
|
||||
"hanoi-3.out": "epanet allclose"
|
||||
}
|
||||
}
|
||||
Some files were not shown because too many files have changed in this diff Show More
Reference in New Issue
Block a user